Project Profile DWG Full Project for AutoCAD

Project Profile DWG Full Project for AutoCAD

Profile stretch of highway for expansion of berms.

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

project office of terracerias, ing., the head of the office, project :, drawing :, calculation :, company :, project slopes, geotechnical classification, classification for budget, project speed, concepts, pending governor, thickness of sub base plus base, project specifications, maximum slope, no.-, crown width, maximum curvature, folder width, road, in this plane, scales:, vertical, horizontal, mass curve, characteristics, section, variable, unit , road :, alternative :, station :, origin :, section :, to est., profile, drainage works, board for embankment channels, material product of bank loans, compaction, formation and, earthworks, excavations, concrete , concrete, cyclopean, minor drainage, carry, compacted, pipes, demolitions, material product of the cuts, of the filling to form a layer, of the upper layer of embankments, material c, mat erial b, material a, escarificacion, acamellonado, subgrade in cuts, built on non material, compactable, steel by temperature, compactaciones, loans, excavations, of the natural terrain in the area, of existing earthworks, of the bed of the cuts, of terraplanes with or without, of existing pavements, cradle of refinement, lateral within, of embankment of embankments, strip of, total, banded, bank no., cuts and exc. additional, cutting crown recesses, embankments, boxes for lining, league steps, despalme, despalmes in court, material used, material wasted, for lugging, kg., ha., quantities of work, zampeado, electrowelded mesh, general manager ., unit of technical services., vo.bo., general direction of roads, deputy director of works, resident gral. of roads feds., technical direction, place and date:, general direction, subdirection of works, general residence of roads, b.n., cpo. to right, cpo. b left, and underlying subgrade layers, left, a.lados, boys and medium of andesitica rock little wet and, geom. prest., geom. embankment, and underlying and subgrade layers, est, of small and medium fragments of little andesitic rock, for embankment body and underlying layer, cpo. left, cpo. der., normal on tangent

Raw text data extracted from CAD file:

ESTACION= T. OBRA = CRUCE = SRM = OFICINA DE PROYECTO DE TERRACERIAS ING. EL JEFE DE LA OFICINA Proyecto: Dibujo: Calculo: EMPRESA: TALUDES DE PROYECTO CLASIFICACION GEOTECNICA CLASIFICACION PARA PRESUPUESTO 1 2 3 VELOCIDAD DE PROYECTO C O N C E P T O S PENDIENTE GOBERNADORA ESPESOR DE SUB BASE MAS BASE ESPECIFICACIONES DE PROYECTO PENDIENTE MAXIMA No.- ANCHO DE CORONA CURVATURA MAXIMA ANCHO DE CARPETA CARRETERA EN ESTE PLANO ESCALAS : VERTICAL HORIZONTAL CURVA MASA CARACTERISTICAS DEL TRAMO 1 :2000 VARIABLE 1 :200 % Km./hora m. % m. m. ° UNIDAD A 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 1 2 CARRETERA: ALTERNATIVA: DE ESTACION: ORIGEN: TRAMO: A EST. P E R F I L OBRAS DE DRENAJE m3 - hm Ad m3 Km BORDO PARA CANALES TERRAPLEN MATERIAL PRODUCTO DE LOS PRESTAMOS DE BANCO COMPACTACION FORMACION Y T E R R A C E R I A S EXCAVACIONES m3 1er Km m3 - ESTACION MAMPOSTERIA DE 3a. PLANTILLA(f'c= Kg/cm2) CONCRETO CONCRETO CICLOPEO DRENAJE MENOR ACARREOS f'c= 150 Kg/cm2 = 83.00 f'c= Kg/cm2 COMPACTADO A m3 m3 m3 m3 m3 TUBOS DE DEMOLICIONES m3 m3 mO( ) mO( ) mO( ) MAMPOSTERIA = 33.65 CONCRETO TENDIDO Y COMPACTADO (ExAcTeCo) m3 - hm Ad MATERIAL PRODUCTO DE LOS CORTES DEL RELLENO PARA FORMAR CAPA DE LA CAPA SUPERIOR DE TERRAPLENES m3 - hm MATERIAL C MATERIAL B MATERIAL A m3 Km Subs ESCARIFICACION, ACAMELLONADO, SUBRASANTE EN CORTES CONSTRUIDA SOBRE MATERIAL NO COMPACTABLE m3 - 5hm ACERO DE REFUERZO = 4,665.00 ACERO POR TEMPERATURA Vol. Agua m3 m3 m3 m3 A 100% A 90% A 95% A 100% A 95% A 100% A 95% (VOL. GEOMETRICO) ( VOLUMEN GEOMETRICO ) COMPACTACIONES PRESTAMOS E X C A V A C I O N E S DEL TERRENO NATURAL EN EL AREA DE TERRACERIAS EXISTENTES DE LA CAMA DE LOS CORTES DE TERRAPLANES CON O SIN DE PAVIMENTOS EXISTENTES CUNA DE AFINAMIENTO LATERALES DENTRO DE LA DE DESPLANTE DE TERRAPLENES FAJA DE TOTAL BANDEADO A 95% A 100% A 100% A 95% A 100% A 95% A 90% A 95% MATERIAL A DEL BANCO No. DEL BANCO No. MATERIAL B MATERIAL C m3 A 90% A 95% m m DESMONTE (PARA DENSIDAD 100% VEGETACION TIPO) CORTES Y EXC. ADICIONALES REBAJES CORONA DE CORTE DE TERRAPLENES CAJAS PARA DESPLANTE ESCALONES DE LIGA Y/O TERRAPLEN DESPALME DESPALMES EN CORTE TOTAL MATERIAL APROVECHADO MATERIAL DESPERDICIADO MATERIAL APROVECHADO MATERIAL DESPERDICIADO MATERIAL DESPERDICIADO MATERIAL DESPERDICIADO MATERIAL APROVECHADO PARA DESPLANTE DE TERRAPLENES MATERIAL A MATERIAL C MATERIAL B MATERIAL APROVECHADO m3 m3 m m m m3 m3 m3 Kg. Kg. m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 Ha. m3 m3 m3 m3 m3 CANTIDADES DE OBRA m3 - Km m3 - Km Ad ZAMPEADO f'c= Kg/cm2 m3 mO( ) m MALLA ELECTROSOLDADA m2 m3 DIRECTOR GENERAL. UNIDAD DE SERVICIOS TECNICOS. Vo.Bo. DIRECCION GENERAL DE CARRETERAS SUBDIRECTOR DE OBRAS RESIDENTE GRAL. DE CARRETERAS FEDS. DIRECCION TECNICA Lugar y Fecha : DIRECCION GENERAL SUBDIRECCION DE OBRAS RESIDENCIA GENERAL DE CARRETERAS 88+100.00 90+200.00 88+000 Est. (1) Esp. 0.40 m. Suelo vegetal. Despalme Clasificación 100-00-00 Est. (2) Esp. Indef. Arena arcillosa, poco húmeda y compacta color café amarillento, (SC) Compactado, Est. (1) Esp. 0.78 m. Suelo vegetal. Despalme Clasificación 100-00-00 Est. (2) Esp. Indef. Grava arcillosa, poco húmeda y muy compacta, color café claro (GC) Compactado, C.V.V. a 90%=1.06, 95%=1.01, 100%=0.96 Tc- 1/2:1 Clasificación 20-80-00 A,B,F,G y M C.V.V. a 90%=1.02, 95%=0.97, 100%=0.92 Tc- 1/2:1 Clasificación 40 - 6 0 - 0 0 Obs. A,B,F,G y M 90+000 89+000 PST=83+100.00 Tang=270.986m. AZAC= 117°36'32.14" PI=88+338.62 = 00°00'58.28''I 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 1 2 88+000 90+000 89+000 PI=88+877.51 = 00°02'6.94''D Tang=538.62m. AZAC= 117°37'30.42" PI=89+334.94 = 00°00'31.61''D Tang=457.430m. AZAC= 117°35'23.48" PI=90+041.60 = 00°03'19.13''D Tang=706.660m. AZAC= 117°35'11.69" PST=90+200.00 Tang=158.400m. AZAC= 117°31'52.56" a 7.75m. Der. de Est. 88+112.00 S/Clavo en banqueta de concreto B.N. 88-1 Elev. prom. = m. 1429.874 a 12.00m.Der. de Est. 89+470.00 S/Roca en parcela con pintura azul B.N. 88-2 Elev. prom. = m. 1429.411 a 11.20m. Der. de Est. 88+923.00 S/Varilla en poste de cerca con pintura azul B.N. 89-1 Elev. prom. = m. 1427.062 a 11.20m. Der. de Est. 89+568.00 S/Varilla en poste de cerca con pintura azul B.N. 89-2 Elev. prom. = m. 1426.423 a 29.70m. Izq. de Est. 89+991.00 S/Concreto en poste de cerca con pintura azul B.N. 90-1 Elev. prom. = m. 1426.008 CPO. A DERECHO CPO. B IZQUIERDO 97101 98170 Dm=56m Dm=50m (12) 97937 97932 99530 99040 Y CAPAS SUBYACENTE SUBRASANTE 100270 OCM 1cm= 100 m3 100000 96481 200m 81+860.00 IZQ. (D) (G) 96+640.00 200m A.Lados Dm=182m Dm=6991m Dm=146m Dm=267m 90+200.00 88+514.92 88+800.00 88+671.00 (4) (6) (8) (10) (F) (E) (D) (E) DIAGRAMA DE PRESTAMO PARA CUERPO DE TERRAPLEN 100000 99040 97101 96925 100000 100000 100115 200m Dm=7240m (B) Dm=6m Dm=14m Dm=6960m Dm=70m 81+860.00 88+320.79 88+620.00 88+920.00 IZQ. 90+200.00 96+640.00 90+000.00 89+600.00 89+000.00 200m A.Lados (1) (A) (3) (5) (A) DIAGRAMA DE PRESTAMO PARA CUERPO DE TERRAPLEN OCM VER 1cm= 20 m3 OCM VER 1cm= 10 m3 OCM VER 1cm= 2000 m3 HOR 1cm= 100 m3 OCM VER 1cm= 1000 m3 HOR 1cm= 40 m3 Y CAPAS SUBYACENTE SUBRASANTE Est. (2) Esp. INDEF. ARENA LIMOSA CON 14% DE FRAGMENTOS BANCO DE PRESTAMO "EL MIRADOR" UBICADO A 200 M. DEL Est. (1) Esp. 0.40 m. SUELO VEGETAL KM. 81+860 CON DESV. IZQ. BUENO PARA CUERPO TERRAPLEN CHICOS Y MEDIANOS DE ROCA ANDESITICA POCO HUMEDA Y COMPACTA COLOR CAFE CLARO (SM-Fcm). COMPACTADO A 90%= 1.06 366 1.01 1238 m3-1 Km 3103 = S / A m3 BANCO " EL MIRADOR " = 3075 m3 = / 0.96 = m3 = / = m3 = / = m3 = COMP 100% GEOM. PREST. GEOM. TERRAPLEN. COMP 90% 1471 COMP 95% 1532 1226 345 3103 3103 S/A ADICIONAL= m3-Km+1 = 6.0 X 18618 KM+1 m3 Y CAPAS SUBYACENTE Y SUBRASANTE 1.06, 95%=1.01, 100%=0.96 CALSIFICACION 2 0 - 8 0 - 00 VOLUMEN APROVECHABLE= 800,000 M3 m3-EST = EST 0.3 X 1.01 / S/A ) 6 3 2 m3-EST = EST 0.7 X 1.01 / S/A ) 24 5 17 1.08 1740 1.03 3321 m3-1 Km 8003 = S / A m3 BANCO "CASA COLORADA" ) = 8165 m3 = / 0.98 = m3 = / = m3 = / = m3 = COMP 100% GEOM. PREST. GEOM. TERRAPLEN. COMP 90% 3104 COMP 95% 3167 3224 1611 8003 8003 S/A ADICIONAL= m3-Km+1 = 7.0 X 56021 KM+1 m3 B Est. (2) Esp. INDEF. ARENA LIMOSA MAL GRADUADA CON 8% BANCO DE PRESTAMO "CASA COLORADA" UBICADO EN EL Est. (1) Esp. 0.40 m. SUELO VEGETAL . 96+640 CON DESV. AMBOS LADOS DE 200 M. BUENO DE FRAGMENTOS CHICOS Y MEDIANOS DE ROCA ANDESITICA POCO HUMEDA Y COMPACTADA, COLOR CAFE CLARO (SM-Fcm). COMP. PARA CUERPO TERRAPLEN Y CAPA SUBYACENTE A 90%=1.08, 95%=1.03, 100%=0.98 CALSIFICACION 20-80-00 VOLUMEN APROVECHABLE= 480,000 M3 Elev.=1420m. Elev.=1430m. Elev.=1420m. Elev.=1430m. Elev.=1420m. Elev.=1420m. m3-1HM 278 = 1HM 1.0 X 0.97 / 270 S/A ) 2 m3-HM+1 = HM+1 0.8 X 278 222 m3-1HM 485 = 1HM 1.0 X 1.01 / 490 S/A ) 4 m3-EST 198 = EST 2.5 X 1.01 / 80 S/A = ) 6 m3-1HM 156 = 1HM 1.0 X 1.01 / 158 S/A = ) 10 m3-HM+1 = HM+1 1.7 X 156 265 m3-HM+1 = HM+1 0.5 X 485 243 m3-EST = EST 2.8 X 1.01 / S/A = ) 75 8 207 m3-EST = EST 1.3 X 1.01 / S/A = ) 34 16 44 1.06 0 1.01 355 m3-1 Km 982 = S / A m3 BANCO " EL MIRADOR " ) = 960 m3 = / 0.96 = m3 = / = m3 = / = m3 = COMP 100% GEOM. PREST. GEOM. TERRAPLEN. COMP 90% 605 COMP 95% 630 351 0 982 982 S/A ADICIONAL= m3-Km+1 = 6.0 X 5892 KM+1 m3 D 1.08 0 1.03 193 m3-1 Km 1081 = S / A m3 BANCO "CASA COLORADA" ) = 1069 m3 = / 0.98 = m3 = / = m3 = / = m3 = COMP 100% GEOM. PREST. GEOM. TERRAPLEN. COMP 90% 876 COMP 95% 894 187 0 1081 1081 S/A ADICIONAL= m3-Km+1 = 6.0 X 6486 KM+1 m3 F CPO. IZQ. CPO. DER. CPO. IZQ. CPO. DER. CPO. IZQ. CPO. DER. CPO. IZQ. CPO. DER. 4601 m3 778 CPO. IZQ. CPO. DER. 338 m3 2025 11106 m3 3248 10204 m3 12697 105 m3 473 233 m3 1552 338 m3 2025 2221 m3 705 8885 m3 2819 126 m3 198 3579 m3 4318 0 m3 0 2177 m3 690 4660 m3 1679 4737 m3 3182 952 m3 2113 449 436 3524 11106 919 730 0 0 0 0 0 0 0 0 21991 74639 11106 m3 3524 "A4" 21.00 7.00 0.50 0 0.40 1.11 110 "A4" 21.00 7.00 0.50 0 0.40 1.11 110 T-T-IZQ. 0x0.50 T-T-DER. 0x0.50 PIV = 88+100 ELEV= 1429.35 0.50% en 70.00m. PCV = 88+170 ELV = 1429.70 PIV = 88+200 ELEV= 1429.85 PTV = 88+230 ELEV= 1429.93 0.26% en 110.00m. PCV = 88+340 ELV = 1430.21 PIV = 88+380 ELEV= 1430.31 PTV = 88+420 ELEV= 1429.77 -1.35% en 160.00m. PCV = 88+580 ELV = 1427.61 PIV = 88+650 ELEV= 1426.66 PTV = 88+720 ELEV= 1427.01 0.50% en 130.00m. PCV = 88+850 ELV = 1427.67 PIV = 88+890 ELEV= 1427.87 PTV = 88+930 ELEV= 1427.46 -1.02% en 180.01m. PCV = 89+110 ELV = 1425.62 PIV = 89+150 ELEV= 1425.21 PTV = 89+190 ELEV= 1425.56 0.89% en 120.00m. PCV = 89+310 ELV = 1426.63 PIV = 89+340 ELEV= 1426.89 PTV = 89+370 ELEV= 1426.85 -0.15% en 490.00m. PCV = 89+860 ELV = 1426.13 PIV = 89+950 ELEV= 1426.00 PTV = 90+040 ELEV= 1424.83 -1.31% en 97.63m. PCV = 90+137.62 ELV = 1423.55 PIV = 90+167.62 ELEV= 1423.16 PTV = 90+197.62 ELEV= 1423.08 -0.26% en 102.38m. PIV = 90+300 ELEV= 1422.81 96919 96949 96925 96925 88760 90082 m3-EST = EST 3.5 X 0.97 / S/A ) 115 5 417 PIV = 88+100 ELEV= 1429.45 0.55% en 70.00m. PCV = 88+170 ELV = 1429.84 PIV = 88+200 ELEV= 1430.00 PTV = 88+230 ELEV= 1430.08 0.26% en 110.00m. PCV = 88+340 ELV = 1430.36 PIV = 88+380 ELEV= 1430.46 PTV = 88+420 ELEV= 1429.90 -1.39% en 160.00m. PCV = 88+580 ELV = 1427.67 PIV = 88+650 ELEV= 1426.70 PTV = 88+720 ELEV= 1427.04 0.49% en 130.00m. PCV = 88+850 ELV = 1427.68 PIV = 88+890 ELEV= 1427.87 PTV = 88+930 ELEV= 1427.46 -1.02% en 180.00m. PCV = 89+110 ELV = 1425.62 PIV = 89+150 ELEV= 1425.21 PTV = 89+190 ELEV= 1425.56 0.89% en 120.00m. PCV = 89+310 ELV = 1426.63 PIV = 89+340 ELEV= 1426.89 PTV = 89+370 ELEV= 1426.88 -0.06% en 140.00m. PCV = 89+510 ELV = 1426.80 PIV = 89+540 ELEV= 1426.78 PTV = 89+570 ELEV= 1426.72 -0.19% en 290.00m. PCV = 89+860 ELV = 1426.17 PIV = 89+950 ELEV= 1426.00 PTV = 90+040 ELEV= 1424.83 -1.31% en 97.63m. PCV = 90+137.62 ELV = 1423.55 PIV = 90+167.62 ELEV= 1423.16 PTV = 90+197.62 ELEV= 1423.08 -0.26% en 102.38m. PIV = 90+300 ELEV= 1422.81 97101 Y CAPAS SUBYACENTE SUBRASANTE 97067 98012 98170 98170 (B) DIAGRAMA DE PRESTAMO PARA CUERPO DE TERRAPLEN Y CAPAS SUBYACENTE SUBRASANTE 200m IZQ. 81+860.00 89+125.74 96+640.00 200m A.Lados Dm=6908m 90+010.61 1.06 491 1.01 213 m3-1 Km 847 = S / A m3 BANCO "EL MIRADOR" ) = 870 m3 = / 0.96 = m3 = / = m3 = / = m3 = COMP 100% GEOM. PREST. GEOM. TERRAPLEN. COMP 90% 166 COMP 95% 173 211 463 847 847 S/A ADICIONAL= m3-Km+1 = 7.0 X 5929 KM+1 m3 E 1.08 55 1.03 264 m3-1 Km 614 = S / A m3 BANCO "CASA COLORADA" ) = 620 m3 = / 0.98 = m3 = / = m3 = / = m3 = COMP 100% GEOM. PREST. GEOM. TERRAPLEN. COMP 90% 301 COMP 95% 307 256 51 614 614 S/A ADICIONAL= m3-Km+1 = 6.0 X 3684 KM+1 m3 G 99040 (2) Dm=6670m 89+137.00 89+193.03 89+912.00 89+540.00 98170 Dm=7457m Dm=26m 90+150.00 90+080.00 100000 Y CAPAS SUBYACENTE SUBRASANTE (F) (G) DIAGRAMA DE PRESTAMO PARA CUERPO DE TERRAPLEN OCM 1cm= 250 m3 OCM VER 1cm= 100 m3 OCM VER 1cm= 100 m3 OCM VER 1cm= 500 m3 HOR 1cm= 40 m3 OCM VER 1cm= 500 m3 HOR 1cm= 40 m3 OCM VER 1cm= 250 m3 HOR 1cm= 40 m3 Elev.=1430m. DIRECTOR GENERAL. UNIDAD DE SERVICIOS TECNICOS. SUBDIRECTOR DE OBRAS RESIDENTE GRAL. DE CARRETERAS FEDS. =40.43 =161.73 =138.19 =28.64 f'c= 200 Kg/cm2 = 32.48 88+693.00 L 3.00 X 1.00 NORMAL EN TANGENTE 1426.970 88+319.300 L 2.00 X 1.00 NORMAL EN TANGENTE 1430.27 89+153.6 L 1.50 X 1.50 NORMAL EN TANGENTE 1425.41 89+384.15 L 2.00 X 1.00 NORMAL EN TANGENTE 1426.870 89+749.400 L 2.00 X 1.00 NORMAL EN TANGENTE 1426.390 ESTACION= T. OBRA = CRUCE = SRM =

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, DWG, expansion, full, HIGHWAY, pavement, profile, Project, Road, route, stretch